Plan Review Details - Permit 01110307
Plan Review Stops For Permit 01110307
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2002-04-01 Cont ID  
Sent By rbrown Date 2002-04-01 Time 14:27 Rev Time 0.00
Received By rbrown Date 2002-04-01 Time 14:27 Sent To  
Notes
2002-04-01 00:00:00BUILDING PLAN REVIEW
 ******PROVISO*******
 ROBERT BROWN(561) 659 8096 EXT 8499
  
 --PROVISO--
 A SEPARATE ROOFING PERMIT APPLICATION IS
 REQUIRED.
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2002-03-26 Cont ID  
Sent By rbrown Date 2002-03-26 Time 15:38 Rev Time 0.00
Received By rbrown Date 2002-03-26 Time 15:38 Sent To  
Notes
2002-03-26 00:00:00BUILDING PLAN REVIEW
 ******PROVISO*******
 ROBERT BROWN(561) 659 8096 EXT 8499
  
 FL ENERGY CODE = FLORIDA ENERGY
 EFFICIENCY CODE FOR BUILD'G CONSTR'N
  
 --PROVISO--
 A SEPARATE ROOFING PERMIT APPLICATION IS
 REQUIRED.
  
 --PROVISO--
 FL ENERGY CODE 400.3.ABCD.1BEFORE A
 PERMIT CAN BE ISSUED, THE SUBMITTED
 ENERGY CODE COMPLIANCE FORM MUST BE
 SEALED BY THE REGISTERED ENGINEER OR
 ARCHITECT THAT PREPARED IT.IT MUST
 ALSO BE SIGNED/CERTIFIED AND DATED BY
 THE OWNER, ARCHITECT OR OWNER'S LEGALLY
 DESIGNATED AGENT IN THE SPACE PROVIDED.
 FINALLY, THE DESIGNERS OF THE
 ARCHITECTURAL AND ELECTRICAL SYSTEMS
 MUST SIGN/CERTIFY THE FORM AND ENTER
 THEIR REGISTRATION DETAILS IN THE SPACE
 PROVIDED.
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2002-03-08 Cont ID  
Sent By rbrown Date 2002-03-08 Time 14:54 Rev Time 0.00
Received By rbrown Date 2002-03-08 Time 14:53 Sent To  
Notes
2002-03-08 00:00:00BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN(561) 659 8096 EXT 8499
  
 FBC = FLORIDA BUILDING CODE 2001
 FBC*= FLORIDA BUILD'G CODE (CITY AMEND)
 FL ENERGY CODE = FLORIDA ENERGY
 EFFICIENCY CODE FOR BUILD'G CONSTR'N
  
 FOR CONSISTENCY, THE FOLLOWING COMMENTS
 ARE NUMBERED AS PER THE BUILDING PLAN
 REVIEW OF 12/14/01:
  
 10) THIS COMMENT HAS NOT BEEN ADDRESSED.
 REFER TO BUILDING PLAN REVIEW12/14/01
  
 11) --PROVISO--
 SBC 2308.3.2THE WINDOW HEADERS SHALL
 BE SUPPORTED BY JACK STUDS IN ACCORDANCE
 WITH TABLE 2308.3A
  
 13) --PROVISO--
 SBC* 104.1.1NO ROOF COVERING SPECIFIED
 A ROOFING PERMIT APPLICATION IS REQUIRED
  
 22) THIS COMMENT HAS NOT BEEN ADDRESSED.
 SBC 1608.2SECTION 4/S1.SHOW/STATE
 THE MEANS OF FIXING THE 2X4 TO THE 2X6.
  
 37) THIS COMMENT HAS NOT BEEN ADDRESSED.
 FL ENERGY CODE 101.1.2THE ADDITION
 SHALL COMPLY WITH FLORIDA ENERGY CODE.
  
 38) THIS COMMENT HAS NOT BEEN ADDRESSED.
 FL ENERGY CODE 103.0COMPLIANCE SHALL
 BE DEMONSTRATED BY SUBMITTAL OF
 APPROPRIATE ENERGY CODE COMPLIANCE FORMS
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 ROBERT BROWN(561) 659 8096 EXT 8499
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2002-02-04 Cont ID  
Sent By rbrown Date 2002-02-04 Time 11:08 Rev Time 0.00
Received By rbrown Date 2002-02-04 Time 11:07 Sent To  
Notes
2002-02-04 00:00:00BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN(561) 659 8096 EXT 8499
  
 SBC = STANDARD BUILDING CODE 1997
 SBC*= STANDARD BUILD'G CODE (CITY AMEND)
 FL ACC CODE = FLORIDA ACCESSIBILITY CODE
 FL ENERGY CODE = FLORIDA ENERGY
 EFFICIENCY CODE FOR BUILD'G CONSTR'N
  
 FOR CONSISTENCY, THE FOLLOWING COMMENTS
 ARE NUMBERED AS PER THE BUILDING PLAN
 REVIEW OF 12/14/01:
  
 1) CHANGE OF USE FROM RESIDENTIAL TO
 BUSINESS. IMPACT FEES MUST BE PAID TO
 PALM BEACH COUNTY, PLANS STAMPED BY THEM
 AND COPY OF RECEIPT SUBMITTED TO CITY OF
 WEST PALM BEACH BUILDING DEPARTMENT,
 BEFORE A BUILDING PERMIT CAN BE ISSUED.
  
 7) **PROVISO**THIS PERMIT APPLICATION
 SHOWS A WOOD FLOOR WHILST FOUNDATION
 PERMIT# 01081206 SHOWS A CONCRETE SLAB.
 UNDERFLOOR VENTILATION OF EXISTING
 BUILDING MUST BE MAINTAINED (SBC 2304.3)
  
 10) THE RESUBMITTAL DOES NOT ADDRESS
 THIS REVIEW COMMENT.
  
 11) THE RESUBMITTAL DOES NOT ADDRESS
 THIS REVIEW COMMENT.
  
 13) **PROVISO**
 SBC* 104.1.1A SEPARATE ROOFING PERMIT
 APPLICATION IS REQUIRED.
  
 16) **PROVISO**
 SBC 1013.6THE REVISED PLANS SHOW THE
 REQUIRED 12" HANDRAIL EXTENSION AT THE
 BOTTOM OF THE RAMP BUT NOT AT THE TOP OF
 THE SLOPED SECTION.
  
 17) SBC 1013.6THE HEIGHT OF THE RAMP
 HANDRAIL IS STILL SHOWN ON SECTION 1/S1
 AS 26".AMEND THE HEIGHT TO BETWEEN 34"
 AND 38".
  
 19) FL ACC CODE 4.9.4(2)SECTION 11/S1
 SHOWS THE CORRECT REQUIREMENT FOR THE
 STAIRCASE HANDRAILS TO CONTINUE TO SLOPE
 PAST THE BOTTOM RISER BY A DISTANCE
 EQUAL TO THE DEPTH OF ONE TREAD AND THEN
 EXTEND HORIZONTALLY FOR A FURTHER 12".
 SECTION 7/S1 DOES NOT REFLECT THIS AND
 SHOULD ME AMENDED TO AVOID CONFUSION.
  
 22) THE RESUBMITTAL DOES NOT ADDRESS
 THIS REVIEW COMMENT.
  
 28) **PROVISO**THE PLAN ON SHEET S1
 CORRECTLY STATES THAT THE FLOOR LEVEL OF
 THE ADDITION IS TO MATCH THAT OF THE
 EXISTING BUILDING.THE STEPS SHOWN ON
 SHEET S2 'FULL HEIGHT WALL SECTION'
 SHOULD BE DELETED TO REFLECT THIS AND
 AVOID CONFUSION.
  
 37) FL ENERGY CODE 101.1.2THE ADDITION
 SHALL COMPLY WITH FLORIDA ENERGY CODE.
  
 38) FL ENERGY CODE 103.0COMPLIANCE
 SHALL BE DEMONSTRATED BY SUBMITTAL OF
 APPROPRIATE ENERGY CODE COMPLIANCE FORMS
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 THE CODE REFERENCES GIVE ADDITIONAL INFO
 IF YOU HAVE ANY QUERIES PLEASE CALL:
 ROBERT BROWN(561) 659 8096 EXT 8499
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2001-12-14 Cont ID  
Sent By rbrown Date 2001-12-14 Time 17:19 Rev Time 0.00
Received By rbrown Date 2001-12-14 Time 11:14 Sent To  
Notes
2001-12-11 00:00:00BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN(561) 659 8096 EXT 8499
  
 PERMIT REQ'D:ADDITION
 CHANGE OF USE FROM
 RESIDENTIAL TO BUSINESS
  
 SBC = STANDARD BUILDING CODE
 SBC*= STANDARD BUILD'G CODE (AMENDMENTS)
 FL ACC CODE = FLORIDA ACCESSIBILITY CODE
 FL ENERGY CODE = FLORIDA ENERGY
 EFFICIENCY CODE FOR BUILD'G CONSTR'N
  
  
 ** DENOTES UPDATE TO REVIEW COMMENTS
 FOLLOWING MEETING ON 12/13/01 WITH
 GAY CINQUE
  
 1) CHANGE OF USE FROM RESIDENTIAL TO
 BUSINESS WILL BE SUBJECT TO IMPACT FEES.
  
 2) SBC 3401.2.2.1FOR CHANGE OF
 OCCUPANCY IN AN EXISTING BUILDING, THE
 BUILDING, ELECTRICAL, GAS, MECHANICAL
 AND PLUMBING SYSTEMS SHALL BE MADE TO
 COMFORM WITH THE INTENT OF THE TECHNICAL
 CODES
  
 3) SBC 1804.1THE BASE OF THE
 FOUNDATIONS SHALL BE AT LEAST 12" BELOW
 FINISH GRADE.
 ** PROPOSALS ACCEPTED UNDER FOUNDATION
 PERMIT #01081206
  
 4) SBC 2303.1THE GROUND AROUND THE
 BUILDING SHALL BE GRADED TO SLOPE AWAY
 FROM IT.
  
 5) SBC 2313SECTION 1/1. SPACING OF THE
 STD ACI 90 DEGREE HOOKS SHALL BE STATED.
 ANNOTATION TO SPECIFY THE FOUNDATION
 WALL INFILL MATERIAL SHALL BE ADDED.
  
 6) SHEET 1, NOTES.THE SPECIFIED
 CONCRETE STANDARDS ACI 301-79, 315-80
 AND MASONRY STANDARD ACI 531 ARE NOT
 REFERENCED IN SBC 1997.BASIS OF DESIGN
 AND SPECIFICATION REQUIRES CLARIFICATION
  
 7) SBC 2304.3UNDERFLOOR SPACES SHALL
 BE VENTILATED.THE NEW ADDITION SHALL
 NOT OBSTRUCT UNDERFLOOR VENTILATION OF
 THE EXISTING BUILDING.
 ** THIS PERMIT APPLICATION SHOWS A WOOD
 FLOOR WHILST FOUNDATION PERMIT
 #01081206 SHOWS A CONCRETE SLAB.
 CLARIFICATION REQUIRED.UNDERFLOOR
 VENTILATION OF EXISTING BUILDING MUST
 BE MAINTAINED.
  
 8) SBC 2307.3.1THE PROPOSED FLOOR
 JOIST SPAN EXCEEDS THE LIMITS GIVEN IN
 AF&PA SPAN TABLES.JUSTIFICATION BY
 CALCULATION, INCREASED DEPTH, REDUCED
 SPACING OR INTERMEDIATE SUPPORT IS REQ'D
  
 9) SBC 2303.3THE EXTERIOR WALL SHALL
 INCORPORATE MOISTURE PROTECTION IN THE
 FORM OF TYPE 15 (MINIMUM) FELT OR OTHER
 RECOGNISED MATERIAL.
  
 10) SBC 2308PROVIDE DETAILS OF THE
 MEANS OF ATTACHMENT OF THE NEW WALLS TO
 THE EXISTING BUILDING.THE PLYWOOD
 SHEATHING ON THE ADDITION SHALL BE MIN.
 5/8" THICK (SEE SBC TABLE 2308.2.2B)
  
 11) SBC 2308.3.2THE WINDOW HEADERS
 SHALL BE SUPPORTED BY JACK STUDS IN
 ACCORDANCE WITH TABLE 2308.3A.
  
 12) SBC 2309.7.2THE FLAT ROOF VOID
 SHALL BE VENTILATED BY A NETT AREA OF
 OPENING NOT LESS THAN 1/250 OF THE AREA
 OF THE CEILING BELOW.
  
 13) SBC 1501NO ROOF COVERING SPECIFIED
 A ROOFING PERMIT APPLICATION IS REQUIRED
  
 14) SBC 1606.1.2.1ON SHEET 1, NOTE 6,
 DESIGN (WIND) LOAD REFERENCES BOTH
 SBC 1997 AND ASCE 7.CONFIRM THE
 BASIS OF DESIGN AND STATE THE BASIC
 VELOCITY PRESSURE.
  
 15) SBC 1013.9EXTERIOR RAMPS AND
 LANDINGS SHALL BE DESIGNED SO WATER WILL
 NOT ACCUMULATE ON THEIR SURFACES.THIS
 SHALL BE ACCOMPLISHED WITHOUT EXCEEDING
 A CROSS SLOPE OF 1:50(FL ACC CODE 4.3.7)
  
 16) SBC 1013.6THE RAMP HANDRAILS SHALL
 EXTEND, PARALLEL TO THE FLOOR/GROUND
 SURFACE, AT LEAST 12" BEYOND THE TOP AND
 BOTTOM OF THE RAMP.
  
 17) SBC 1007.5 & 1013.6THE HANDRAILS
 ON THE EXTERNAL STAIR AND RAMP SHALL BE
 LOCATED AT A HEIGHT OF BETWEEN 34" AND
 38" ABOVE THE RAMP OR LEADING EDGE OF
 THE TREAD.THE STAIRCASE HANDRAIL MAY
 BE 42" HIGH IF IT FORMS PART OF THE
 GUARDRAIL.THE REQUIRED HEIGHT
 DIMENSIONS SHALL BE ADDED TO SECTION
 7/S1 AND AMENDED ON SECTION 1/S1
  
 18) FL ACC CODE 4.8.5(6) & 4.9.4(6)THE
 ENDS OF THE HANDRAILS SHALL BE ROUNDED
 OR RETURNED SMOOTHLY TO GROUND OR POST.
  
 19) FL ACC CODE 4.9.4(2)THE EXTERNAL
 STAIRCASE HANDRAILS SHALL CONTINUE TO
 SLOPE PAST THE BOTTOM RISER FOR A
 DISTANCE NOT LESS THAN THE DEPTH OF ONE
 TREAD AND THEN EXTEND HORIZONTALLY FOR
 ANOTHER 12".
  
 20) SBC 1015.2THE EXTERNAL STAIRCASE
 LANDING GUARDRAIL SHALL BE NOT LESS THAN
 42" HIGH.ADD DIMENSION TO SECTION 7/S1
  
 21) SBC 1015.3THE GUARDRAILS TO THE
 EXTERNAL STAIRCASE LANDING SHALL HAVE
 RAILS SPACED SUCH THAT A 4" SHERE
 CANNOT PASS THROUGH ANY OPENING.
  
 22) SBC 1608.2THE CONSTRUCTION OF
 HANDRAILS AND GUARDRAILS SHALL BE
 ADEQUATE IN STRENGTH, DURABILITY AND
 ATTACHMENT TO RESIST THE REQUIRED LOAD
 COMBINATIONS.DETAILS OF THE MEANS OF
 ATTACHMENT FOR THE EXTERNAL STAIRCASE
 AND LANDING RAILING SHALL BE SUBMITTED.
  
 23) FL ACC CODE 4.8.5(4) & 4.9.4(4)THE
 EXTERNAL STAIR AND RAMP HANDRAIL
 GRIPPING SURFACES SHALL BE CONTINUOUS
 AND UNINTERRUPTED BY NEWEL POSTS OR
 OTHER OBSTRUCTIONS.
  
 24) FL ACC CODE 4.9.2THE STAIR TREADS
 SHALL BE NO LESS THAN 11" WIDE, MEASURED
 FROM RISER TO RISER.OPEN RISERS ARE
 NOT PERMITTED.
  
 25) FL ACC CODE 4.9.3THE UNDERSIDE OF
 THE STAIR NOSINGS SHALL NOT BE ABRUPT
 (SEE FIGURE 18).
  
 26) FL ACC CODE 4.9.6OUTSIDE STAIRS
 AND THEIR APPROACHES SHALL BE DESIGNED
 SO THAT WATER WILL NOT ACCUMULATE ON
 WALKING SURFACES.
  
 27) FL ACC CODE 4.1.5THE ADDITION
 SHALL COMPLY WITH THE APPLICABLE
 PROVISIONS OF THE MINIMUM REQUIREMENTS
 (4.1.1 TO 4.1.3) AND THE APPLICABLE
 TECHNICAL SPECIFICATIONS (4.2 THROUGH
 4.35)
  
 28) FL ACC CODE 4.1.3(5)VERTICAL
 ACCESSIBILITY SHALL BE PROVIDED.THE
 FLOOR OF THE ADDITION SHOULD BE RAISED
 TO MATCH THAT OF THE EXISTING BUILDING.
  
 29) FL ACC CODE 4.1.3(7)(B)THE WIDTH
 OF DOORS AND OPENINGS SHALL BE NOT LESS
 THAN 32" CLEAR.
  
 30) FL ACC CODE 4.13.4AT LEAST ONE
 LEAF OF THE DOUBLE LEAF ENTRANCE DOOR AT
 THE HEAD OF THE RAMP SHALL HAVE A CLEAR
 OPENING OF 32".
  
 31) FL ACC CODE 4.13.8THE DOOR
 THRESHOLD SHALL NOT EXCEED 1/2" IN
 HEIGHT, AND HAVE A SLOPED BEVEL IN
 ACCORDANCE WITH FIGURE 7(D) IF THE
 THRESHOLD HEIGHT EXCEEDS 1/4".
  
 32) FL ACC CODE 4.13.9DOOR HARDWARE
 SHALL COMPLY WITH THE REQUIREMENTS
  
 33) FL ACC CODE 4.22.1THE TOILET
 FACILITY IS REQUIRED BY 4.1.3(11) TO BE
 ACCESSIBLE.THE TOILET FACILITY SHALL
 BE ON AN ACCESSIBLE ROUTE, WHICH MEANS
 THAT THE DOORS/OPENINGS LEADING FROM THE
 ENTRANCE AREA SHALL HAVE A MINIMUM CLEAR
 OPENING OF 32" IN ACCORDANCE WITH 4.13.5
  
 34) FL ACC CODE 4.22.3SUBMIT A PLAN OF
 THE TOILET TO DEMONSTRATE COMPLIANCE
 WITH THE CLEAR FLOOR SPACE AND
 ACCESSIBLE FIXTURES AND CONTROL
 REQUIREMENTS, AND THE REQUIREMENTS FOR
 SINKS (FL ACC CODE 4.24) AND
 HANDRAILS/GRAB BARS (FL ACC CODE 4.26)
 ** PROPOSALS ACCEPTED UNDER PLUMBING
 PERMIT #01100590
  
 35) FL ACC CODE 4.1.3(10)AN ACCESSIBLE
 DRINKING FOUNTAIN SHALL BE PROVIDED.
  
 36) FL ACC CODE 4.1.5SUBMIT DETAILS TO
 DEMONSTRATE COMPLIANCE WITH THE
 FOLLOWING ADDITIONAL TECHNICAL
 REQUIREMENTS AS APPROPRIATE:4.2SPACE
 ALLOWANCE AND REACH RANGES,
 4.3.6SURFACE TEXTURE OF ACCESSIBLE
 ROUTES, 4.3.9DOORS ON ACCESSIBLE
 ROUTES, 4.6.3PARKING SPACES,
 4.6.4SIGNAGE AT ACCESSIBLE PARKING
 SPACES, 4.22TOILET ROOMS,
 4.29DETECTABLE WARNINGS, 4.30 SIGNAGE,
 7.1BUSINESS AND MERCANTILE.
  
 37) FL ENERGY CODE 101.1.2THE ADDITION
 SHALL COMPLY WITH FLORIDA ENERGY CODE.
  
 38) FL ENERGY CODE 103.0SUBMIT ENERGY
 CODE COMPLIANCE FORMS TO DEMONSTRATE
 COMPLIANCE.
  
  
 END OF REVIEW COMMENTS
 THE CODE REFERENCES GIVE ADDITIONAL INFO
 IF YOU HAVE ANY QUERIES PLEASE CALL:
 ROBERT BROWN(561) 659 8096 EXT 8499
Review Stop E ELECTRICAL
Rev No 1 Status N Date 2002-03-26 Cont ID  
Sent By rbrown Date 2002-03-26 Time 15:32 Rev Time 0.00
Received By rbrown Date   Time   Sent To  
Notes
2002-03-26 00:00:00SEPARATE ELECTRICAL PERMIT # 01091250
Review Stop ENG ENGINEERING CSD
Rev No 1 Status P Date 2001-12-04 Cont ID  
Sent By mamini Date 2001-12-04 Time 09:58 Rev Time 1.00
Received By mamini Date 2001-12-04 Time 09:58 Sent To  
Notes
2001-12-04 00:00:00PASSED WITH PROVISOS :
 1. A SEPARATE PERMIT APPLICATION AND
 FEES WILL BE REQUIRED FOR THE SITE WORKS
 IF ANY QUESTIONS PLEASE CONTACT 659-8096
 EXT. 8492 MOHAMMAD R. AMINI
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2002-02-07 Cont ID  
Sent By mcarsill Date 2002-02-07 Time 15:24 Rev Time 0.00
Received By mcarsill Date 2002-02-07 Time 15:24 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2001-12-13 Cont ID  
Sent By mcarsill Date 2001-12-13 Time 17:15 Rev Time 0.00
Received By mcarsill Date 2001-12-13 Time 17:14 Sent To  
Notes
2001-12-13 00:00:001) SINCE THE BUILDING WAS RESIDENTIAL
 AND IS BELIEVED TO BE PLANNED FOR
 OFFICE USE, THEN A CHANGE OF USE WILL
 BE OCCURRING.
 2) PLEASE INDICATE EXIT SIGNS AND
 EMERGENCY LIGHT FIXTURES.
 3) PLEASE INDICATE INTERIOR FINISH
 FOR WALLS AND CEILINGS.
 4) DOORS USED FOR EXITING SHALL BE
 AT LEAST 32 INCHES WIDE.
 5) PLEASE INDICATE THE TYPES OF LOCKING
 DEVICES PLANNED FOR THE EXIT DOORS.
 6) THERE APPEARS TO BE A CONFLICT
 WITH THE DRAWINGS. ONE PAGE ILLUSTRATES
 10 INCH TREADS AND THE OTHER ONE
 DISPLAYS FOUR TWELVE INCH TREADS. PLEASE
 BE ADVISED THAT 11 INCH TREADS ARE
 REQUIRED.
 7) HOW IS ACCESS OBTAINED INTO THE
 ADDITION. PLEASE PROVIDE CLARITY AND
 WIDTHS.
  
 MIKE CARSILLO, CAPTAIN
 659-8096,EXT.8497
 835-2910
Review Stop M MECHANICAL (A/C)
Rev No 1 Status N Date 2002-03-26 Cont ID  
Sent By rbrown Date 2002-03-26 Time 15:33 Rev Time 0.00
Received By rbrown Date   Time   Sent To  
Notes
2002-03-26 00:00:00SEPARATE MECHANICAL PERMIT # 01090719
Review Stop P PLUMBING
Rev No 1 Status N Date 2002-03-26 Cont ID  
Sent By rbrown Date 2002-03-26 Time 15:34 Rev Time 0.00
Received By rbrown Date   Time   Sent To  
Notes
2002-03-26 00:00:00SEPARATE PLUMBING PERMIT # 01100590
Review Stop Z ZONING
Rev No 3 Status P Date 2002-04-01 Cont ID  
Sent By sgraham Date 2002-04-01 Time 14:11 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 2 Status P Date 2001-12-13 Cont ID  
Sent By sgraham Date 2001-12-13 Time 16:27 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status F Date 2001-11-29 Cont ID  
Sent By sgraham Date 2001-11-19 Time 14:11 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
2001-11-19 00:00:00DENIED PERARTICLE IV SECTION 33-42(D)
 REMOVE THE PARKING AREA FROM THE FRONT
 OF THE BUILDING.THE CAR PARKING AREA
 SHALL BE BEHIND THE BUILDING FACADE.


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